Sieve Analysis

1. 3rd
Stage /Civil Eng. Dept. Soil Mechanics Erbil Polytechnic University
Prepared by: Mr. Diyar I. Karash Technical Engineering College Page 1
GRAIN SIZE ANALYSIS OF SOILS
DEFINITION
Grain size analysis is the determination of the size grain of particles
present in a soil. It is expressed as a percentage of the total dry weight.
Two methods are generally used to find particle size distribution of soil:
(1) Sieve analysis. (2) Hydrometer analysis.
INTRODUCTION
 The sieve analysis is generally applied to the soil fraction larger than 75 μm
(retaining on the No. 200 Sieve). Grains smaller than 75 μm (0.075 mm) are
sorted by using sedimentation process (hydrometer analysis).
The basic principles for sieve analysis and hydrometer analysis are
described in the following two sections.
SECTION ONE
SIEVE ANALYSIS
DEFINITION
Sieve analysis consists of shaking the soil sample through a set of sieves
that have progressively smaller openings.
INTRODUCTION
 Fortunately, not all soils contain the full range of particle sizes so the test
can be simplified. Soils that are non-cohesive may only require dry sieving.
It is usually considered that the sedimentation procedure is not necessary
if the soil contains less than 10% fines.

2. 3rd
Stage /Civil Eng. Dept. Soil Mechanics Erbil Polytechnic University
Prepared by: Mr. Diyar I. Karash Technical Engineering College Page 2
 Soils may be divided on the basis of their dominating particle size six
arbitrary categories which are called boulders, cobbles, gravel, sand, silt
and clay.
PARTICLE SIZE DISTRIBUTION CURVE
 The particle size distribution curve, also known as a gradation curve,
represents the distribution of particles of different sizes in the soil mass.
A coarse soil is described as:
1. Well graded if there is no absence of particles in any size range and if no
intermediate sizes are lacking. The smooth concave upward grading curve
is typical of well-graded soil, which is shown by curve (1) in Fig (a).
2. Poorly graded if:
a. A high proportion of the particles have sizes with narrow limits (a
uniform soil or narrowly graded soil) as shown by curve (2).
b. Particles of both large and small sizes are present but with relatively low
proportion of the particles of intermediate sizes (a gap-graded or step-
graded soil) as shown by curve (3).
 Soil particles have sizes ranging from greater than 200 mm down to less
than 0.002 mm (2 µm).
GEAVEL COBBLES
SAND
SILT
CLAY
GEAVEL COBBLES
SAND
SILT
CLAY BOULDERS
fine medium coarse fine medium coarse fine medium coarse
fine medium coarse
Particle Size 2 6 20 60 200 600μm 2 60 200 mm
6 20
1 5 75 425μm 2.00 4.75 75 mm
0.002 0.06 2 60mm
colloids
No.200 No.40 No.10 No.4
Particle Size
Sieve Designation
(a) U.S.A. ASTM: American Society for Testing and Material D422
(b) BS 1377:1975 British Standard

3. 3rd
Stage /Civil Eng. Dept. Soil Mechanics Erbil Polytechnic University
Prepared by: Mr. Diyar I. Karash Technical Engineering College Page 3
Figure (a)
PURPOSES
To determine the grain size distribution curve of a soil sample by which soil
can be classified and their engineering properties assessed.
APPARATUS
The equipment used in sieve analysis includes:
1. A series of standard sieves of square mesh, including cover plate and
bottom pan. Two recommended sieve stacks (having successively smaller
mesh sizes) are as shown in table (1):
Table (1)
Typical Sieve Stack Alternative Sieve Stack
Sieve No. Opening, mm Sieve No. Opening, mm
Lid Lid
4 4.75 4 4.75
10 2 10 2
20 0.85 30 0.6
40 0.425 50 0.3
60 0.25 100 0.15
140 0.106 200 0.075
200 0.075 Pan
Pan
2. Sieve shaker.
3. Balance sensitive to 0.1g.
Grain Size Distribution
0
10
20
30
40
50
60
70
80
90
100
0.001 0.01 0.1 1 10 100 1000
Particle size (mm)
percent
finer
(%)
Curve 2
Curve 3
Curve 1

4. 3rd
Stage /Civil Eng. Dept. Soil Mechanics Erbil Polytechnic University
Prepared by: Mr. Diyar I. Karash Technical Engineering College Page 4
4. Mortar and pestle (or pulverizer for breaking up aggregations of soil
particles).
5. Brush (for cleaning sieve).
6. Oven.
PREPARATION OF SOIL SAMPLE
The aggregations or lumps of soil tested are thoroughly broken up with the
mortar and pestle or (pulverizer).The specimen to be tested should be large
enough to be representative of the soil in the field. It should also be small
enough not to overload sieves. The size of representative specimen depends
on the maximum particle size. Table (2) gives some guidelines for selecting
the maximum sample weight.
Table (2)
Maximum Particle Size Minimum Weight of Sample (g)
7.5 cm 6000
5 cm 4000
2.5 cm 2000
1 cm 1000
Finer than No. 4 sieve 200
Finer than No. 10 sieve 100
PROCEDURE
1. Oven dry the sample, allow it to cool. Then take 500 g (depending on
maximum particle size) of oven dried soil.
2. Select a stack of sieves suitable to the soil being tested. Weigh each sieve
and a pan to be used Wo (make sure each sieve is clean before weighing it,
by using a brush to remove grains stuck in mesh openings).
3. Arrange the stack of sieves so that the largest mesh opening is at the top
and the smallest is at the bottom and attach the pan at the bottom of the
sieve stack.
4. Pour the dry sample on the top sieves. Add a cover plate (to avoid dust and
lost particles while shaking).
5. Place the stack of sieves in the mechanical shaker and shake for 10 min.
6. Remove the stack of sieves from the shaker, and measure the weight of
each sieve and the pan with the soil retained on them Wf.
7. Subtract the weights obtained in step (2) from those of step (6) to give the
weight of soil retained on each sieve. Their sum is compared to the initial

5. 3rd
Stage /Civil Eng. Dept. Soil Mechanics Erbil Polytechnic University
Prepared by: Mr. Diyar I. Karash Technical Engineering College Page 5
sample weight; both weights should be within about 1%. If the difference is
greater than 1%, too much material was lost, and weighing and/or sieving
should be repeated /Wf – Wo/ > 1%.
CALCULATION
 % Retained on each sieve =

retained
soil
of
Weight
*100
 % Finer (passing) than any sieve size = 100 – Retained
%
of
Cumulative

 The gain-size distribution curve can be used to determine some of the basic
soil parameters such as the:
1. Effective size (D10); is the diameter in the particle size distribution curve
corresponding to 10% finer.
2. Uniformity coefficient (Cu); is a measure of the slope of the curve. It is
defined as Cu =
10
60
D
D
Where D 60 = diameter corresponding to 60% finer.
3. Coefficient of gradation or concavity (Cc); is defined as Cc =
10
60
2
30
*
)
(
D
D
D
Where D 30 = diameter through which 30% of the total soil mass is
passing.
 Find gravel, sand and (silt and clay) percentage according o ASTM.
 Find coarse, medium and fine sand according to ASTM.
DISCUSSION
In addition of the general questions (from Report Writing) answer the following
questions
1. Which type of curve (Soil) is better to be used in filter design?
2. When we use sieves with wide range opening?
3. Under what conditions should you use wet sieving instead of dry sieving?

6. 3rd
Stage /Civil Eng. Dept. Soil Mechanics Erbil Polytechnic University
Prepared by: Mr. Diyar I. Karash Technical Engineering College Page 6
2014

7. 3rd
Stage /Civil Eng. Dept. Soil Mechanics Erbil Polytechnic University
Prepared by: Mr. Diyar I. Karash Technical Engineering College Page 7
SIEVE ANALYSIS DATA SHEET
Name: .........................................
Class: .....................
Group No.: .....................
Total sample mass =.....................
(1)
ASTM
Sieve
number
(2)
Sieve
opening
(mm)
(3)
Weight
of sieve
(g)
(4)
Weight of
sieve + soil
retained (g)
(5)
Weight of
soil retained
(g)
(6)
%Retained
on each
sieve (g)
(7)
Cumulative
of
%Retained
(8)
%Passing
(finer)
4 4.750
10 2.000
20 0.850
30 0.600
40 0.425
100 0.150
200 0.075
Pan

Signature: .....................
Test date: 16/11 /2016

8. 3rd
Stage /Civil Eng. Dept. Soil Mechanics Erbil Polytechnic University
Prepared by: Mr. Diyar I. Karash Technical Engineering College Page 8